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Chapter
In figure 6 , the evolution of the lateral displacement D
DOI link for In figure 6 , the evolution of the lateral displacement D
In figure 6 , the evolution of the lateral displacement D
of the structure has been drawn as a function of the loads that increase factor and this for the three plastic analysis + rigid connections (curve B) plastic analysis + semi-rigid connections (curve of the loading step was limited by the most severe condition, i.e. or A D - that resulted in 48 steps before reaching the collapse and 4 20 seconds of behaviour depending on whether the semi-rigid into account should be noted. instability in the elasto-
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 1
eBook ISBN 9780429180651
ABSTRACT
Figure 7.